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논문 기본 정보

자료유형
학술저널
저자정보
Qu, Honglue (School of Geoscience and Technology, Southwest Petroleum University) Li, Ruifeng (School of Civil Engineering and Architecture, Southwest Petroleum University) Hu, Huanguo (School of Civil Engineering and Architecture, Southwest Petroleum University) Jia, Hongyu (School of Civil Engineering, Southwest Jiaotong University) Zhang, Jianjing (School of Civil Engineering, Southwest Jiaotong University)
저널정보
테크노프레스 Geomechanics & engineering Geomechanics & engineering 제11권 제2호
발행연도
2016.1
수록면
309 - 323 (15page)

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As the forefront of structural design method, capacity spectrum method can be applied conveniently, and through this method, deformation demand of structure can be considered. However, there is no research for the seismic application in the structure of sheet pile retaining wall to report. Therefore, focusing on laterally loaded stabilizing sheet pile wall, which belongs to flexible cantilever retaining structure and meets the applying requirement of capacity spectrum method from seismic design of building structure, this paper studied an approach of seismic design of sheet pile wall based on capacity spectrum method. In the procedure, the interaction between soil and structure was simplified, and through Pushover analysis, seismic fortification standard was well associated with performance of retaining structure. In addition, by comparing the result of nonlinear time history analysis, it suggests that this approach is applicable.

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